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[21]Liu B, Lin H, Chen Y, Liu J*, Guo C. Deformation Stability Response of Adjacent Subway Tunnels considering Excavation and Support of Foundation Pit. Lithosphere. 2022;2022:7227330.doi:10.2113/2022/7227330.
[22]Lei D, Chen Y*, Lin H, Zhang C*, Lu Z, Wang G, Zhang Y. Evolution of Shear Surface Morphology of Jointed Rock Masses Based on Gaussian Filtering Method under Freeze-Thaw Cycles. Materials. 2022;15:4228.
[23]Lin Z, Hu S, Zhou T, Zhong Y, Zhu Y, Shi L, Lin H*. Numerical Simulation of Flood Intrusion Process under Malfunction of Flood Retaining Facilities in Complex Subway Stations. Buildings. 2022;12:853.doi:10.3390/buildings12060853.
[24]Li S, Lin H*, Feng J, Cao R, Hu H*. Mechanical Properties and Acoustic Emission Characteristics of Anchored Structure Plane with Different JRC under Direct Shear Test. Materials. 2022;15:4169.
[25]Xie S, Han Z*, Lin H*. A quantitative model considering crack closure effect of rock materials. International journal of solids and structures. 2022;251:111758. doi:https://doi.org/10.1016/j.ijsolstr.2022.111758.
[26]Liu B, Lin H*, Chen Y*. Deformation Characteristics of Bolted Rock Joints under Compression-Shear Load. Applied Sciences. 2022;12:5226.
[27]Tang W, Lin H*, Chen Y, Feng J, Hu H*. Mechanical Characteristics and Acoustic Emission Characteristics of Mortar-Rock Binary Medium. Buildings. 2022;12:665. doi:10.3390/buildings12050665.
[28]Chen Y, Lin H*, Li S*, Cao R, Yong W, Wang Y, et al. Shear expression derivation and parameter evaluation of Hoek–Brown criterion. Archives of Civil and Mechanical Engineering. 2022;22:77.doi:10.1007/s43452-022-00403-x.
[29]Lei D, Lin H, Wang Y. Damage characteristics of shear strength of joints under freeze–thaw cycles. Archive of Applied Mechanics. 2022.doi:10.1007/s00419-022-02136-y
[30]成晨, 林杭. 基于岩石拉压宏观力学响应的平板模型微观参数匹配分析. 铁道科学与工程学报. 2021;18:2916-23. doi:10.19713/j.cnki.43-1423/u.t20201188.
[31]Du S-G, Lin H, Yong R*, Liu G-J. Characterization of Joint Roughness Heterogeneity and Its Application in Representative Sample Investigations. Rock Mech Rock Eng. 2022.doi:10.1007/s00603-022-02837-4
[32]Lin H*, Sun PH, Chen YF, Zhu YY, Fan X, Zhao YL. Analytical and experimental analysis of the shear strength of bolted saw-tooth joints. European Journal of Environmental and Civil Engineering. 2022; 26:1639-53. doi:10.1080/19648189.2020.1726822.
[33]Xie S, Han Z*, Chen Y*, Wang Y, Zhao Y, Lin H. Constitutive modeling of rock materials considering the void compaction characteristics. Archives of Civil and Mechanical Engineering. 2022;22:60.doi:10.1007/s43452-022-00378-9.
[34]Chen Y, Lin H*, Li S*, Cao R, Yong W, Wang Y, Zhao Y (2022) Shear expression derivation and parameter evaluation of Hoek–Brown criterion. Archives of Civil and Mechanical Engineering 22 (2):77. doi:10.1007/s43452-022-00403-x.
[35]Yang H, Lin H*, Chen Y*, Wang Y, Zhao Y, Yong W, et al. Influence of wing crack propagation on the failure process and strength of fractured specimens. Bulletin of Engineering Geology and the Environment. 2022;81:71.doi:10.1007/s10064-021-02550-6.
[36]Xie S, Lin H*, Cheng C, Chen Y*, Wang Y, Zhao Y, et al. Shear strength model of joints based on Gaussian smoothing method and macro-micro roughness. Computers and Geotechnics. 2022;143:104605.doi:https://doi.org/10.1016/j.compgeo.2021.104605.
[37]Han L, Lin H*, Chen Y*, Lei D. Effects of strength property difference on shear strength of joint of binary media. Environmental Earth Sciences. 2021;80:712.doi:10.1007/s12665-021-10041-w.
[38]范祥,邓志颖,崔志猛,何忠明,林杭*. 一种新的软?硬节理峰值剪切强度模型. 岩土力学,2021,42(7): 1861-1870.
[39]Yin X, Lin H*, Chen Y*, Tang Y, Wang Y, Zhao Y, et al. Stability Analysis of Slope Considering the Energy Evolution of Locked Segment. Geotechnical and Geological Engineering. 2021.doi:10.1007/s10706-021-01989-4.
[40]Tang Y, Lin H*, Wang Y, Zhao Y. Rock slope stability analysis considering the effect of locked section. Bulletin of Engineering Geology and the Environment. 2021. doi:10.1007/s10064-021-02366-4.
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